Stiffness

03-Analytical/modelling capabilities
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sanya greek
Posts: 74
Joined: 07 Nov 2018, 12:08

Stiffness

Post by sanya greek »

Hello!

For my graduate work i must to use KAN.EPE (greek codes)so i want to ask you:
1.What stiffnes of elements the programm use ?
2. The diagrams of elements with chord rotation the programm account before analysis or make a check in the end of analysis by final stiffness?

And if it possible to see in ptogramn?

Thank you!
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seismosoft
Posts: 1316
Joined: 06 Jul 2007, 04:55

Re: Stiffness

Post by seismosoft »

1. In fibre modelling the member stiffnesses are calculated at every step of the analysis based on the material properties. Refer to the manual for a better understanding of the frame element types in SeismoStruct.
2. The chord rotation capacities are calculated at the end of every step of the analysis
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